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,9 <br />(E) PREFINISHED ALUM, <br />PANEL <br />�kµ <br />-WINDOW TREATMENT TO <br />BE REMOVED` <br />084113 -ALUM. FRAMED <br />ENTRANCE <br />3 1/2" 1 4 <br />3" = 1'-0" <br />3 1/4" 4 1/4" <br />ALUM. FRAME BEYOND <br />FLOOR FINISH <br />084113 -ALUM. FRAMED <br />ENTRANCE <br />(E) CONCRETE <br />3" = 1'-0" <br />(E) MAS( <br />084113- <br />311 = 1'-0" <br />31/4" 4" <br />ALUM. FRAME BEYOND <br />FLOOR FINISH <br />084113 -ALUM. FRAMED <br />ENTRANCE <br />087100 - DOOR THRESHOLD <br />PER HARDWARE SCHEDULE <br />079200 - JOINT SEALANT <br />- (E) CONCRETE <br />B <br />1 <br />1 - <br />— _ > »»»»»»»» » GROUND FLOOR � <br />ENTANCE DOOR BASE <br />2 0 3" = 1'-0" \ <br />(E) PREFINISHED ALUM. <br />PANEL <br />WINDOW TREATMENT TO <br />.w m <br />BE REMOVED <br />REMOVE GLASS, FILL <br />POCKET WITH SHIM <br />FLASHING AT LOUVER <br />1" <br />HEAD. 1/4" CAULK AND <br />01 <br />SEALANT ON ALL 4 SIDES <br />CLIP ANGLE AND FASTENER <br />AS RECOMMENDED BY <br />MANUFACTURER <br />089119 BLANK -OFF -PANEL <br />WHEN OCCURS <br />r <br />LOUVER PER MECHANICAL <br />LOUVER HEAD <br />3" = 1'-0" <br />LOUVER SILL <br />3" = 1'-0" <br />LOUVER PER MECHANICAL <br />089119 BLANK -OFF -PANEL <br />WHEN OCCURS <br />CLIP ANGLE AND FASTENER <br />AS RECOMMENDED BY <br />MANUFACTURER <br />1/4" CAULK AND SEALANT <br />EXTENDED SILL <br />REMOVE (E) GLASS, FILL <br />POCKET WITH SHIM <br />PER <br />PLAN <br />METAL CAP, COLOR <br />MATCH JOINT <br />(E) ALUM. FRAME <br />BEYOND <br />PROVIDE EM SEAL QUIET JOINT, <br />ACOUSTIC PARTITION CLOSER, 3 <br />SIDES (SHG) BETWEEN PARTITION AND <br />GLASS. DOW 790 STANDARD GREY <br />(C) HLUIVI. rKHIVIC <br />BEYOND <br />n A nT1-r1^K I /:1 n -r t-NnirnrlA lT MiT A II <br />3" = 1'-0" <br />I I <br />I <br />I—� WALL WHERE <br />I ' OCCURS <br />DEMO (E) SLAB AS READ. PER ARCH/MEP <br />SLAB ON GRADE <br />PER PLAN <br />#4 X 2'-0" DOWELS @ <br />24" O.C. IN EPDXY <br />GROUTED HOLES <br />d <br />� I .d L 4 <br />(E) WIRE MESH <br />- WELDED WIRE MESH <br />III III III -III --III COMPACT FILL <br />OR GRAVEL <br />TYP. SLAB INFILL <br />1 " = 1'-0" <br />PARTIAL ELEVATION - NORTH <br />1/8" = 1'-0" <br />T <br />bo <br />d o <br />0 <br />0 <br />0 <br />O <br />r <br />0 <br />_. <br />0 <br />0 <br />co <br />ao <br />F.y <br />:.. <br />Level 2 <br />14'-0"� <br />JND FLOOR <br />011__/ <br />24'-6" <br />F 7 EXTENT NOT IN SCOPE OF INTERIOR <br />L - _J RENOVATION. <br />20'-0" <br />PLAN NOTES <br />1. REFER TO A9.01 FOR WALL TYPES, DOOR SCHEDULE, AND A10.01 FOR <br />ROOM FINISH SCHEDULE. <br />2. PAINT ALL EXPOSED PIPES, DUCTS, AND CONDUIT P-2. <br />3. PAINT ALL HOLLOW METAL DOOR FRAMES P-2, AS SCHEDULED. <br />4. PATCH AND PAINT ALL EXISTING WALLS. SAND AND PRIMER PRIOR TO <br />PAINTING. FINAL WALL FINISH SHOULD BE EQUIVALENT TO A LEVEL 4 <br />DRYWALL FINISH. <br />5. PAINT NEW FIRE RATED BACKER BOARD PROVIDED BY ELECTRICAL P-1. <br />6. SAND AND PRIMER PRIOR TO PAINTING WALLS. <br />7. PROVIDE CONSTRUCTION SPECIALTIES SSM SERIES ACROVYN CORNER <br />GUARDS TO 4'-0" AFF AS INDICATED AT ALL NEW GWB CORNERS. <br />8. WHERE CONCRETE WAS REMOVED FOR TRENCHING, PROVIDE <br />COMPACTED GRAVEL AS REQUIRED AND TIE NEW VAPOR BARRIER INTO <br />EXISTING BARRIER PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO <br />PATCHING. (N) #4 DOWELS @ 18" O.C. EMBED 6" INTO (E) SLAB. POUR BACK <br />CONCRETE TO PROVIDE 3000PSI MIN. COMPRESSIVE STRENGTH WITH <br />CONSISTENT DEPTH AND FINISH WITH EXISTING SLAB. <br />9. INSTALL BATT INSULATION AT ANY EXPOSED WALL CAVITY ONE JOIST <br />BEYOND OPENING. <br />FLOOR PLAN KEYNOTES <br />Fil EXTENTS OF NEW FLOOR FROM TRENCHING. <br />CREATE 24"X24" OPENING ON THE WALL ABOVE CEILING FOR <br />AIR PATH. COORDINATE WITH MECHANICAL. <br />aWALL STOPS AT CEILING. COORDINATE WITH MECHANICAL FOR <br />LOCATION OF EXISTING EQUIPMENT TO REMAIN. ALL OTHER <br />INTERIOR PARTITIONS GO UP TO SLAB ABOVE. <br />1 PATCH & REPAIR, INFILL WALL TO MATCH (E) UL U44B FOR 1 HR <br />RATING. FINISHES TO MATCH EXISTING, SEE ELEVATION <br />RPATCH & REPAIR, INFILL WALL TO MATCH (E) UL U419 FOR 2 HR <br />RATING. <br />&D <br />18'-6" 10'-0° <br />___J .............. L___J ------ __ <br />111, •• <br />i�ll 0 "WE <br />1 /8" = 1 e-011 <br />bassetti <br />architects <br />71 Columbia Street, Suite 500 <br />Seattle, Washington 98104 <br />T (206) 340 9500 <br />www.basseftiarch.com <br />MECHANICAL ENGINEER <br />FSi <br />1001 Alaskan Way, Suite 200 <br />Seattle WA 98104 <br />T (206) 385 6124 <br />ELECTRICAL ENGINEER <br />Hargis <br />1201 Third Avenue, Suite 600 <br />Seattle WA 98101 <br />T (206) 436 0457 <br />FOOD SERVICE <br />JLR Design Group <br />557 Roy St. Suite 175-A <br />Seattle, WA 98109 <br />T (206) 625 0070 <br />ONE INCH <br />AT FULL SIZE <br />This document has been digitally signed <br />5428 <br />REGISTERED <br />FARCf�ITEC'T <br />DANIEL MILES <br />STATE OF WASHINGTON <br />05/12/2022 3:04:31 <br />PM <br />24� REVISIONS DATE <br />Owner <br />BEZOS ACADEMY - <br />EVERETT TRANSIT <br />STATION <br />3291 SMITH AVE. <br />EVERETT WA 98201 <br />JOB NO: 2018 <br />ISSUE DATE: 05/12/22 <br />Jurisdiction Stamp Area <br />FIRST FLOOR <br />PLAN <br />